ST9801-LR000426 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.: 1520COP03
Project: Coppell Road Paving & Drainage
Location: Paving Subgrade
Report No.: 33
RESULTS OF FIELD DENSITY TESTS
TEST DATE lIETEST
NO. OF
TEST
NUMBER
TEST LOCATION LIFr/ PROCTOR FIELD Fm, l,l~ PERCENT
DEPTH TEST DENSITY MOISTURE OF
NO. PCF % SPECIFIED
COMPACTION
85 04/26/00 Coppell Rd. at Sta. 39+00
86 04/26/00 Coppell Rd. at Sta. 40+50
87 04/26/00 Coppell Rd. at Sta. 42+00
88 04/26/00 Coppell Rd. at Sta. 43+50
TESTS PERFORMED BY: Mohammed Kashem
REMARKS: * Percent Moisture is Below Specifications.
PROCTOR NO.:
1 - 118.5 pcf@ 10.9% Moisture
6479-106.2 pcf@ 17.2% Moisture
6519 - 110.5 pcf@ 10.4% Moisture
6805 - 122.0 pcf@ 10.6% Moisture
6911 - 115.0 pcfat 15.0% Moisture
6912 - 122.5 pcfat 10.5% Moisture
SPECIFICATION: 95% Compaction @ -2% to +2% Moisture
DISTRIBUTION: City of Coppell - Larry Davis
Grade 6912 114.0 14.7 99.1
Grade 6911 118.2 12.3 96.5
Grade 6912 117.3 8.4* 95.8
Grade 6911 118.8 10.2 97.0
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
SIGNED ~ /
PAGE 1 OF 1
OUR LETTERS AND P, EFORTS ARE FOR THE EXCLUSIVE USE OF TZ.E CLIERr TO WHOM TI~Y ARE ADDRESSED, AND APPLy ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSA~LY INDICATIVE OF TIE QUALITY OF APPARENTLY IDENTICAL OR SIIILAR SAMPLES
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT ~ FULL WITHOUT THE APPROVAL OF STANTECH
T
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppert Road Paving & Drainage
Paving Subgrade
31
RESULTS OF FIELD DENSITY TESTS
TEST DATE RETEST
NO, OF
TEST
NUMBER
TEST LOCATION LFF/ PROCTOR
DEPTH TEST
NO.
FlED FIELD PERCENT
DENSITY MOISTURE OF
PCF % SPECIFIED
COMPACTION
78 04/26/00
79 04/26/00
80 04/26/00
81 04/26/00
82 04/26/00
83 04/26/00
84 04/26/00
TESTS PERFORMED BY: Mohammed Kashem
Coppell Rd. at Sta. 43+42, Westbound Lane Grade 1
Coppell Rd. at Sta. 42+72, Westbound Lane Grade 1
Coppell Rd. at Sta. 45+00, Westbound Lane Grade 1
Coppell Rd. at Sta. 46+50, Westbound Lane Grade 1
Coppell Rd. at Sta. 48+00, Eastbound Lane Grade 6519
Coppert Rd. at Sta. 49+50, Eastbound Lane Grade 6519
Coppell Rd. at Sta. 51 +00, Eastbound Lane Grade 6519
126.9 11.0 107.0
120.3 10.1 101.5
119.7 9.7 101.0
115.2 6.3* 97.2
108.3 5.6* 98.0
110.7 8.9 100.2
110.8 9.0 100.3
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
REMARKS: * Percent Moisture is Below Specifications.
PROCTOR NO.:
SPECIFICATION:
DISTRIBUTION:
1 - 118.5 pcf@ 10.9% Moisture
6479 - 106.2 pcf@ 17.2% Moisture
6519 - 110.5 pef@ 10.4% Moisture
6805 - 122.0 pcf@ 10.6% Moisture
95% Compaction @ -2% to +2% Moisture
City of Coppell - Larry Davis
OUR LETTEE AND El*ORB AlE FOR TEl EXCLUSIVE USE OF TH~ CIJEh'T TO WHOM THeY ~ ADDRESSED. AND APPLY ONlY TO TI~ SAMPLES TF~TED.
TEST ~TS ABE NOT NECESSARILy INDICATIV~ OF THE QUALITY OIa APPARENTLY IDENTICAL OR Sll~.AR SAMPLES
THIS KEPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECit
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.: 1520COP03
Project: Coppell Road Paving & Drainage
Location: Paving Subgrade
Report No.: 32
RESULTS OF CEMENT TREATED BASE FIELD GRADATIONS
TEST DATE RETEST TEST LOCATION LIFT/ PERCENT PERCENT
NO, OF DEPTH PASSff, IG PASSING
TEST I 3/4" No. 4
NUMBER SIEVE SIEVE
1 04/26/00 - Coppell Rd. at Sta. 39+08
2 04/26/00 1 Coppell Rd. at Sta. 39+08
3 04/26/00 Coppell Rd. at Sta. 42+00
TESTS PERFORMED BY: Mohaaimed Kashem
REMARKS: *Percent Passing No. 4 Sieve is Below Specifications.
DISTRIBUTION: City of Coppell - Larry Davis
Grade 100% 34%*
Grade 100% 62.4%
Grade 100% 61.3
TEST METHODS: TEX 101E
OUR LErrD. S AND REPORTS AP~ [aOR TI4~ P,X(:I.USIYE USE OP ~ CIaEqT TO WI~0M THLrY ~ ADDRF, SSE~ AND APPLY ONLY TO TI~ SAMPI2S TF, STED.
T~ST rESULTS ARE NOT NECESSARILy INi)ICATIVE OF ~ QUALrTY OF AI~ARERrLy H)EIVI'ICAL OR SIMILAR SAIVffLE~
TI-HS REPORT SHALL NOT BE REPRODUCED EXCEPT 1N FULL WITHOUT TH~ APPROVAL OF STANTECH
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/63tj.~372 Fax 214/631-4380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.: 1520COP03
Project: Coppell Road Paving & Drainage
Location: Paving Subgrade
Report No.: 31
RESULTS OF FIELD DENSITY TESTS
TEST DATE RETEST
NO. OF
TEST
NUMBER
TEST LOCATION LIFF/ PROCTOR FIED HELD PERCENT
DEPTH TEST DENSITY MOISTURE OF
NO. PCF % SPECIFIED
COMPACTION
78 04/26/00
79 04/26/00
80 04/26/00
81 04/26/00
82 04/26/00 -
83 04/26/00 '
84 04/26/00
TESTS PERFORMED BY: Mohammed Kashem
Coppell Rd. at Sta. 43+42 Westbound Lane
Coppell Rd. at Sta. 42+72
Coppell Rd. at Sta. 45+00
Coppell Rd. at Sta. 46+50
Coppell Rd. at Sta. 48+00
Coppell Rd. at Sta. 49+50
Coppell Rd. at Sta. 51+00
Grade 1 126.9 11.0 107.0
Westbound Lane Grade 1 120.3 10.1 101.5
Westbound Lane Grade 1 119.7 9.7 101.0
Westbound Lane Grade 1 115.2 6.3* 97.2
Eastbound Lane Grade 6519 108.3 5.6* 98.0
Eastbound Lane Grade 6519 110.7 8.9 100.2
Eastbound Lane Grade 6519 110.8 9.0 100.3
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
REMARKS: * Percent Moisture is Below Specifications.
PROCTOR NO.:
SPECIFICATION:
DISTRIBUTION:
1 - 118.5 pcf@ 10.9% Moisture
6479 - 106.2 pcf@ 17.2% Moisture
6519 - 110.5 pcf@ 10.4% Moisture
6805 - 122.0 pcf@ 10.6% Moisture
95% Compaction @ -2% to +2% Moisture
City of Coppell - Larry Davis
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED, AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILy INDICATIVE OP THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppell Road Paving & Drainage
Paving Subgrade
33
RESULTS OF FIELD DENSITY TESTS
TEST DATE PETEST
NO. OF
TEST
NUMBER
TEST LOCATION LIFT/ PROCTOR
DEPTH TEST
NO.
85 04/26/00 Coppell Rd. at Sta. 39+00
86 04/26/00 Coppell Rd. at Sta. 40+50
87 04/26/00 _ Coppell Rd. at Sta. 42+00
88 04/26/00 Coppell Rd. at Sta. 43+50
TESTS PERFORMED BY: Mohammed Kashem
REMARKS: * Percent Moisture is Below Specifications.
PROCTOR NO.:
1 - 118.5 pcf@ 10.9% Moisture
6479-106.2 pcf@ 17.2% Moisture
6519 - 110.5 pcf@ 10.4% Moisture
6805 - 122.0 pcf@ 10.6%Moisture
6911 - 115.0 pcfat 15.0% Moisture
6912 - 122.5 pcfat 10.5% Moisture
SPECIFICATION: 95% Compaction @ -2% to +2% Moisture
DISTRIBUTION: City ofCoppell - Larry Davis
FIELD FIELD PERCENT
DENSITY MOISTURE OF
PCF % SPECIFIED
COMPACTION
Grade 6912 114.0 14.7 99.1
Grade 6911 118.2 12.3 96.5
Grade 6912 117.3 8.4* 95.8
Grade 6911 118.8 10.2 97.0
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT 1N FULL WITHOUT THE APPROVAL OF STANTECH
9200 KIng Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppell Road Paving & Drainage
Paving Subgrade
32
RESULTS OF CEMENT TREATED BASE FIELD GRADATIONS
TEST DATE RETEST TEST LOCATION LIFT/ PERCENT PERCENT
NO. OF DEPTH PASSING PASSING
TEST 13/4" No. 4
NUMBER SIEVE SIEVE
1 04/26/00 Coppell Rd. at Sta. 39+08
2 04/26/00 1 Coppell Rd. at Sta. 39+08
3 04/26/00 Coppell Rd. at Sta. 42+00
TESTS PERFORMED BY: Mohammed Kashem
REMARKS: *Percent Passing No. 4 Sieve is Below Specifications.
DISTRIBUTION: City of Coppell - Larry Davis
Grade 100% 34%*
Grade 100% 62.4%
Grade 100% 61.3
TEST METHODS: TEX 101E
PAGE 1 OF 1
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WH'HOUT THE APPROVAL OF STANTECH